Estimation of Installation Resistance and Subsequent Short-Term Capacities of Offshore Skirted Foundations in Clay

Ghorai, Bithin; Chatterjee, Santiram

doi:10.1061/(asce)gm.1943-5622.0001759

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Cited by 5 publications

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“…In the offshore environment, wind turbine foundations are subject to horizontal load (H) and the moment load (M) generated by wind, waves and currents [5][6][7][8]. Compared with offshore oil and gas platforms, the vertical load (V) from a wind turbine is relatively low [9].…”

Section: Introductionmentioning

confidence: 99%

Bearing Characteristics of Tripod Bucket Foundation under Horizontal and Moment Load in Sand

Wang,

Zhao,

Sui

et al. 2023

JMSE

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Based on a series of physical model tests and numerical simulations, the bearing characteristics of a tripod-bucket foundation are investigated. It is found that with the decrease in aspect ratio (L/D), the rotation center of the foundation will decrease, and the displacement model change from rotation to uplift. Characteristics of earth pressure on the buckets from both finite element analysis and model tests are studied, which is used to explain the failure mechanism for tripod-bucket foundations with different L/D. A revised method is proposed to estimate the moment bearing capacity of the tripod bucket foundation under horizontal and moment load. This method is thought to be more convenient and applicable in the practice.

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